Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation

Author:

Santos Eder C.G.,Palmeira Ennio M.,Bathurst Richard J.

Funder

University of Brasilia

FAP/DF-Federal District Foundation for Research Support

CAPES-Brazilian Ministry of Education

National Council for Scientific and Technological Development (CNPq)

Royal Military College of Canada

Embre Engineering

Reforsolo Engineering

Caenge Environmental

Furnas Electricity Co.

Linear Engineering

Torc Engineering

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference35 articles.

1. Global level of safety and performance of geosynthetic walls: an historical perspective;Allen;Geosynthetics International,2002

2. Performance of a 41 Foot High Geotextile Wall;Allen,1992

3. Performance of a 12.6m high geotextile wall in Seattle, Washington;Allen,1992

4. Behaviour of geosynthetic-encased granular columns in porous collapsible soil;Araujo;Geosynthetics International,2009

5. ASTM D 6637. Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-rib Tensile Method. ASTM, West Conshohocken, PA, USA.

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